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HomeMy WebLinkAbout0127 CALVES PASTURE LANE - Health 127 Calves Pasture Lane Barnstable A = 259 I . I t . i o - I Town of [3a><->t><Stable I'll • �QtlnBrly`� P o Department o'fRegulatory Services PARNIFFADEXi Public Health Division MAO y rd3p. �e$ 200 Main Strcc(,Hyannis MA 02601 Date Scheduled Z/` o G Time. tree 1'd. Soil Suitability Assessment for Sewage ,Disposal Performed By: 'S U L- .\vta t t Cat ro EErZt1�G )A L Wihtcsscd By: 1Mp Lt7 0 ES i�At2At5 LOCATION & GENE ItAt INFORMATION , Location Address I T� CA-L,4�?4s z-t�t'_G-1}spa L Owner's Name a��d �.out h lu E�f;A R waQ�►sc�Fe�G ' ►o9 Cmt,>5 Z-Ao L6 i \9-c Address . O�T'O� . 1 $ASK1x►6 QnD6E {4� 0-7926 . Assessor's Map/Parcel:. Z `Tjp2 ;(� �,� Engineer's Name t_k-\v F\tJ t'E _ NCW CONSTRUCTION _ REPAIR Tcicphotic/1 354 at2tnV\ Ct-uzw�s� .� Land Use QG-,tOGN��A�— Slopes(%) Jr VC, Surface Stoncs 1-�tl Distances from: .Open Water Body \So .. It. Possible Wet Area ISMf It Drinking Water Well >.S71 it Drainage Way T itProperty Line fi R- Otltcr ` R SKETCII:(Steel name,dimenslo'ns of lot,exact locations of test holes&pem tests,locate wetlands in proximity to boles) ! i-- - — 37 74' t \ 7 I�Nc31 ���- i —' ��\ rgac owr orslvcrr�r � \ . . PROP. /. 9 \ \ TOM Hw E Fu6DE0tl 0 m'r+cr — t N /eam '' Bw N >�rvsECT 2 `una5lf .73' mne Byre t En rR"rcr t Z. 1 / 08 swig \ 13 I . �. En 10 j / s�iw �s�ls� Bvw tr t to t 1 t r 1 SALT MARSH O ri t, 100� a ion . LAace'�>r. tmr i �•Jam, a Parent tttaterial(geologic) CjLP*uA I-- Depth to Bedrock Wce pin from rit race T►•� —2 OWN 1..�( &Agog N DcpUt to Groundtvalcr: Standing Water hi Ilole: � I g , Cstinlnled Seasonal High Groundwater S I Te 15'vet cmt N lon a a lb C IM t S t.103 C3? 2 L 510 MEA4U 4rttGNWr4L DETERMINATION FOR SEASONAL HIGllWn.Tl;�jz'��n>3LE Method Used: I Ow M 0 C %AQN6t�L6 Ge.Ou A)CW 4C'6e CDm'Oue-1AA (9S�C.Al'►Q6rN4-KtL.L.6 V µ0?6C') Depth Observed standing in obs,hole:• in. Depth to soil monies: In. Dcplh to\veeping ftont side of obs.hose: in.. Groundwater Adjustment R. Index Wcll M Reading Date:, Index Well Icvcl Adj.factor Adj.Groundwntcr Level PERCOLATION TEST Da Time - Observation Hole# Time at 9" Depth of Pere Mgr legs~ Timc at G" lZ • Start Pre-soak Tilie Q IlAMti Time 1(.$2 me(9"-6") End Pic-soak 11:1:5, 2 ♦�� Q�tL � - i 2.h Pt11Kt� 11�GK ,`� Rate Min./Inch Site Suitability Assessment' Site Passed _ Site failed: Addiliunai'fcsting Nccded(YIN) N� S Original: Public Ticalth Division Observation hole Data'[b Be Completed on Back- ----- 4-- ***If percolation test is to be condnctcd 1vi(bin IOU, of IvetL'ultl,ytnl must first notify the �— - Barnstable Conservation Division at least one(f) week pfiot•to begiuuing. Q:nrALTH/WP/PeRCfoRM 1,11EEP OBSERVATION HOLELOG 7l:ull; ft (hpillfivu! :iuilllurizun Soil-1•cx fill c SuilCvlur it 3urincu(ill.) (USUA) (Munsoll) iJollliu ff (oOur:Uor,,Skmcs,ll,iddcis, - -- - -- - -•- ..u..�t�t1I1SIS�1191'�4�1'l1VCI)_ l.A�( l ' C 571- Sc.%ma STo `o'f�e. �` _ ,�cL'�,, C �NA l ��� 2•$ 5 1�lor.L t®_� ' — ►��W�;�r; �ha coy N,��t_�____ - DEEP OBSERVA11ON DOLL.LOG 1101c 1! Co Dep(h from Suil llorizon Suil Tcxlurc Soil Color .';oil Ulhcr Sorfncc(in.) (USDA) (Munscll) Mottling (SwICRnc,Sloilcs,1louldcrs. _ TCu I islcnr y�,o GrnvclL I' �j� G- t" C f C�.A ►o�c(� $TA<-I(.K a i4src. 7 + Q C;-2 t *--4-,Y JArr4O to 7l6 5s%A&T,— s n rIXAC Co vuT DEEP OBSERVATION HOLE LOG I101l;It — FO— fruit) Svil)luriwn Soil Tcxlurc Suit Color Soil Olhcr (in.) (USDA) (hfunscll) hloWh+g (Shuclrirc,Stunts,Uvuldci.r. QIISISICII' "� , ©lLfe4�wh2� -80" C . 5►��-(S�a�(___�Y ��7 — s,<tu�c� ?L4W ,soYl� --------- max In N DEEP*P OBSERVATION 11OLE LOG I.Iulc li $_ Depth fium Suil liurizon Soil Tcxlurc Soil Color Suil. V U(hcl iurfilce(ill.) (USDA) (hfunsr.11) hlutlling (SUuc4nc,:;Irncs, Ilvuldcrs. _._._ .�.�.:rLlsislcncy"/o(ilpti_cll 0 - 5 ys Lbe4uLlY f 1,kg (OY12, 7/(P -' �O 1.93 w N eo SANA(J loll(� �----C` Flood lnsurnnce Mile Mnu• Above 500 ycor flood boundary No— ' Ycs SCQ j1G Within 500 ycor buundmy No_ Ycs K %-A U.C, 0 A3 j>"P*2T`1 S Y5 TF W t fi t v Within IOU ycrr flood bvundxly Nu_ Ycs x FR r.C.j o&A peL 0 f&Z T\,� SYSTe VIA 0VT5%9 6 Dcp(h-of,Nn(up fly Occurring crvious Material Does,Pnt lcnst;fuur Icet ofnalurally occurring ri-viou.,matuial exist in nun,cas observed lhroughotl( dic 't -omen propo�cad for the soil absorptiun systcnt7 Ye-5 rum,wilfit,ii gle depth of naturally Occurring pervious ma(Cria17_ Cci�li[icnlfvn.'< IjcerUfy llmt on Q,l(. I (dale)1 have passed lire soil evulunlor examination approved by the Della'lnreel�it oCCrlvirounwnhd Protection and flint file above nualysis%Vas perrarmerl by nit consistent with r� ,rr . file requilcdlti-atuiiig,cxpcitise and eximrienco described in 310 CMI( 1.i.U17. - F ignn(urc Date MAIWA zo Z-00G Qitl•.AU11I/WI'/1' ITFORM TOWN OF BARN TABLE 127 CALVES PASTURE 2004-439 LOCATION SEWAGE # VILLAGE BARNSTABLE VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO.ELL I S BROTHERS CONST_ Co SEPTIC TANK CAPACITY l S0 O LEACHING FACILITY: (type) S00 C 4A-W 96*t'S (size) NO.OF BEDROOMS 3 BUILDER OR OWNER LORRIE PEARSON PERMUDATE8/20/04 COMPLIANCE DATE-.— Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �' ? Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) l U Feet Furnished by ° 110 A-2' s%° e_ 4-- 13 A--3- �9° c- (5- 1 _ 3-7 r r q7' ,f �� 4 '1�'• w ' V No. ' Fee --,THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes -PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZippYtcation for 33tgoal *pgtem Congtrurtton 3dermtt Application for a Permit to Construct( )Repair(:' )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. C k (/� rj�T,h-Cyfy Owner's Name,Address and Tel.No. Assess 's Map/Paz 1 `AI I �p��p�3 Designer's Name,Address and Tel.No. v�S Installer's Name,Address,and Tel.No. 3 , d �- Type of Building: Dwelling No.of Bedr.00ms Lot Size CJ• t.- " Garbage Grinder Other Type of No.of Persons Showers( ) Cafeteria( ) _Other Fixtures !w Design Flow r' { gallons per day. Calculated daily flow gallons. Plan Date _C?-62" Numbe (sheets Revision Date Title �i `C . •s! d Wi vi+ C.J -Gak L s t M, Size of Septic Tank L s.� �� Type of S.A.S. 1'. dl.L Description of Soil s e-e S o,'l I-c v I Nature of Repairs or Alterations(Answer when applicable) A1.17-4 Al" lSr'o/AL�// �'�>0►t9�� mAW z�s✓�/ � C inc � c��Aa•� V Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been-is by this Board o e �"' �� Signed Task_� ` �- �-' Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A , m / �C(�`J LI DATA No — r Fee \ % F THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes , a ' .,PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLES MASSACHUSETTS 0[pprica.tion,for ;Digpogol *p5tem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual.Components Location Address or Lot No. f -7 I(j.Pj P S 61 Owner's Name,Address and Tel.No. Gr 7 '•( oc, �c " ssess is Ma /Parcel / Installer's Name,Address,and Tel.No. 3 Designer's Name,Address and Tel.No. � �''d � S cy Type of Building: ^y�'� f, •` Dwelling No.of Bedrooms ✓ Lot Size �' 4sq ft. Garbage Grinder( Other Type of Building e No.of Persons Showers( Cafeteria( ) _ Other Fixtures _ i . V :y , .t Design Flow �� (p gallons per day. Calculated daily flow `--' gallons. Plan Date _ 2 9—-.)4 Number/of sheets /, Revision Date " 1+� ��Y Title zve_60n'C. (-(. 4 �i z./1 fit✓t, i I t 7 v C.�4,0 wt 6,t^ 1 i. 0,c� S Size of Septic Tank Z-A/_'STI Alq I I U'0 '74 ' Type of S.A.S. f� �f�L• /)4V 7�' Description of Soil ' Nature of Repairs or Alterations(Answer when applicable) � - / 40 4141— __5 7—4D. 1:), j? G,/&Il (°/-4,00 4 44.,o (f Z 17-;P! e/ OoA3� Date last inspected: z Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- - cate of Compliance has been is ued by this Board o Eatlh. /Signed C1,� (�j •C Date I " Q C Application Approved by Date .Application Disapproved for the following reasons Permit No. Date Issued, J I THE COMMONWEALTH OF MASSACHUSETTS, BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed ( )Repaired ( )Upgraded ( ) Abandoned( )by # ' r . ) j C' a! at l r /� / = s � 4 %`r 2'' I hasjj��bee onstructed in accordance " with the provisions of Title 5 and the for Disposal System Construction Permit No. r7 ated ' Installer S �'1 ` �� %S� r c Designer The issuance off ils pe'nu tshall not be construed as a guarantee that the system will fjunction as de ignecj_ Date 1 1 f i) I Inspector P ` — r t _ __ No. If ------------------------Fee V t t THE COMMONWEALTH OF MASSACHUSETTS l/ PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS 'Wi5po5al *pgtent Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon System located at r� I (/ /S Y� `.7Li and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Const uction mu t fe�co 1pleted within three years of the date of this,permit�/ r Date: ! �t/ A roved b {'��✓ L i< - /T� PP Y TOWN OF BARNSTABLE CALVES PASTURE 2004-4- LOCATION 39 127 C SEWAGE VILLAGE BARNSTABLE VILLAGE ASSESSOR'S MAP &LOT S`j—Ot�� INSTALLER'S NAME.&PHONE NO.ELL IS BROTHERS_ CONST_ Cn SEPTIC TANK CAPACITY :576 O P % LEACHING FACIL=:-(type) So C4411* t �11 S (size) 1:ex`w x-A . NO. OF BEDROOMS 3 _ . LORRIE`OEARSON BUILDER OR OWNER PERMITDATE8/20/04 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 1 �°7 Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) O Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) l rJ U Feet Furnished by - J !9 ell 1 $ S f3-2, DES Fl Dee 03 04 1.1 : 32a Sharon Ellis 508-362-6266 p. 2 Town of Barnstable Regulatory Services A . Thomas F.Geller,Director Public Health Division Thous McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: -3 �GLI�JJ� • Designer: V/D(nJ Q ( C(1-7 staller. 454-L.-i 5 6ft05 COO-rl Address: Address: 5-kS pn - Ai -O q Z��0 fYLO S Ca- as issued a permit to install a (date) (installer) septic system at +�� ('14-V't-SS PA S7r4t_✓Q 0-N< based on a design drawn by (address) j)f)WpJ C W Chit:I► 4e;-� ry' dated "� J (designer) I certify that-the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic systern referenced above was installed with major changes (i.e. greater t1m,10' lateral relocation of the SAS or any vertical relocations of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. HOF���SS�\� 1 moo`' ARNE H c% (Installer's lgnatzue CJALA � CIVIL No. 30792 S signer's Signature) (Affix tamp Here PLEASE RETURN TO BARNS- WLE PUBLIC MALTR DIVISION. CERTIFICATE OF 55 LIANCE WILL NOT BE ISSUED UNTEL BOTH THIS FORM MM AS_ BUILT CARD ARE RECEIVED BY TUE BARNSTABLE PI}BLIC HEALTH DIVISION. TELANKYOU. Q:HealthlSeptic0ceiper Cett fication Form 1 I i SYSTEM PROFILE TEST HOLE LOGS 1 NOT TO SCALE) _ BARNSTABLE ►ARBOR ACCESS COVER TO WITHIN 6" OF FIN. GRADE ( PROVIDE INSPECTION PORT WITHIN -- -- I ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE ENGINEER: ARNE H. OJALA, PE 24.0' MINIMUM .75' OF COVER OVER PRECAST /� WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM NONE 29.0 WITNESS: I W 2" DOUBLE WASHED PEASTONE DATE: 6/23 & 6/24/04 2� RUN PIPE LEVEL FOR FIRST 2' . 3' MAX. PERC. RATE _ < 2 MIN/INCH Locus PI CALVES PASTURE LANE EXISTING 1500 a GALLON SEPTIC 21't* '? QF 26.0' CLASS I SOILS P# f7TANK (H- 10 ) GAS 0 5 27' �] (� O CJ (�kv C [� RE-USE BAFFLE 25.44' c 25.17' a a a o o a Ci o 4' AROUND 6" CRUSHED STONE OR MECHANICAL o a a a a 0 = 0 C a �S COMPACTION. (15.221 [2]) MIN '"'� 2' ED CD = = ED C = 0 23.17' Ctv-I ELEV. C\2�7 Ix DEPTH OF FLOW = 4 ( MI 1N % SLOPE) ( 1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 0" 24.0' 0" 27.5 J.TEE SIZES: A RTE INLET DEPTH = 10�� �� 5 SL LOAM OUTLET DEPTH - 14 " 22 75' 10" LOCATION MAP NTS FOUNDATION-EXIST. ST 3' PUMP 35' D' BOX 12' LEACHING CHAMBER FACILITY 9 67' B ASSESSORS MAP X PARCEL 2 *THE INSTALLER SHALL VERIFY THE SL 061 LOCATIONS OF ALL UTILITIES AND ALL " BUILDING SEWER OUTLETS AND ELEVATIONS 36 4 ' PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM Cl L N D ^'s 13.5' CMS 100.0 PROPOSED SPOT ELEVATION ^ .. \ SILT LOAM 1OOxO EXISTING SPOT ELEVATION 84" 100 PROPOSED CONTOUR v= "SEPTIC DESIGN BASED ON 3 BARNSTABLE HARBOR BEDROOM DWELLING. IF EXPANSION / 5' REMOVAL OF UNSUITABLE SOIL INCREASES TO 5 BEDROOM FLOW, 100 EXISTING CONTOUR / REOUIREO AROUND PERIMETER OF WELL TO BE MOVED TO GREATER C2 LEACHING FACILITY, DOWN TO SUITABLE SOIL LAYER (TO C2 - THAN 150' FROM LEACHING FACILITY, ALTERNATE \ SEE TH 2). REPLACE WITH CLEAN OR TOWN WATER TO BE PROVIDED. MCS \ MED, SAND. ENGINEER TO INSPECT (REVISED SITE PLAN REQUIRED) BENCHMARK: USE \ AND CERTIFY REMOVAL. / DRILL HOLE IN ROCK AT EL. 24.7' 126" 13.5' 132' 1 16.5' �oP \ NO GROUNDWATER ENCOUNTERED NOTES: PROVIDE VENT WITH CHARCOAL ILTER /AND BUGSCREEN (FINAL PLACEMENT NTH q _ r* SEPTIC DESIGN: t31 HOMEOWNER CONSULTATION) q\ . _ _-�-� (GARBAGE DISPOSER IS NOT Al 10 D _) 1 . DATUM IS NGV0 i DESIGN FLOW: _3 BEDROOMS ( 110 GPD) = 330 GPD NOT AVAILABLE ( / 20 00 2 i� \ USE A 330 GPD DESIGN FLOW 2. MUNICIPAL WATER IS � / � 22 25 , 28 \ PROVIDE APPROX. 55' 'OF \ _ SEPTIC TANK: 330 GPD ( 2 ) = 660 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. I 24 / 40 MIL LINER AT 5' OFF 29 _- 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 k / SIN AREA SHOWN. 31 T�P A 26.0', USE A 1500 GALLON SEPTIC TANK (RE-USE EXISTING) 5. PIPE JOINTS TO BE MADE WATERTIGHT. PROP. �H 30 BOTT�oM AT EL. 0' LEACHING:1500 CAL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. j Pc 33 �. 2(42 + 12.83) 2 (.74) _ ENVIRONMENTAL CODE TITLE V. / / SIDES: ��� 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT x15T. t GAL. � ° \ 2 SUPPORT PORCH LOT 19 EPTT. T K ° \ AS NEC. DURING 6.4 ACRESt BOTTOM: 42 x 12.83 (.74) = 398 TO BE USED FOR ANY OTHER PURPOSE. HOLI SCR \ EXCAVATION �.\ ! i 1 -USE TOTAL: 757 S.F. 560 GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC;. op / CH USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR 9. COMPONENTS NOT TO BE BACKFILLED OR CONCL �dITHOUT � •`;�_ \ � INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED \ EQUAL) WITH 4' 'UNE ALL AROUND FROM BOARD OF HEALTH. 1 ~ \ \ 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) FAILED LEACH PIT I ' \ ALARM AND CONTROL PANEL 11. INSTALLER TO CONFIRM ADEQUACY OF ELECTRICAL SYSTEM FOR TO BE INSTALLED INSIDE EXIST. � �-- - PUMP INSTALLATION / - BUILDING. ALARM TO BE ON DWELL. '- _ \ \ SEPARATE CIRCUIT FROM PUMP r EXIST. WELL BENCHMARK: SE \ 23.5' 7771.E 5 S/TE PLAN SPIKE SET EL. 33.4' OF 127 CALVES PASTURE LANE INV. IN 20.0' 10 2" PRESSURE PIPE TO D'SOX D 1500 GAL. H-10 S N,. 868 GAL. SLOPE TO DRAIN BACK TO PC IN THE TOWN OF: OAT SWITCIt ALARM N RESERVE WEEP HOLE BARNSTABLE (VILLAGE) \ r - -----SETTINGS: PUMP ON CHECK VALVE . \ `\ / --_ ---- f 4.5" WORKING RANGE 8' ZOELLER "WASTEMATE" PREPARED FOR: LOR RI E P EARSO N \ ` \ \ �� - 4.5" SUBMERSIBLE MODEL M282 1/2 HP PUMP / \ PUMP OFF 8" SYSTEM (OR EQUAL) ! \\ / \ \ !J �. 40 0 40 80 120 -�'\ i ooc o•:�o 0000 0000 0000 6" CRUSHED STONE OR COMPACTION Z PUMP CHAMBER � \ MA SCALE: 1" = 40' DATE: JUNE 29, 2004 ray (NOT TO SCALE) REV 8/10/04 (5BR) GARAGE \ \ \ \ off 4541 fox508 362- �ZOW H OF S VSH OF MAS \ \ \ down cape engineering, Inc. ARNE o`'� ARNE H �yG \ \ - H. o� OJALA IVIL E GINEERS OJALA H IVIL N ":. BOARD OF HEALTH No,28 30792 LAND SURVEYORS 0 EAR 04--0 12 APPROVED DATE - 939 main st. Yarmouth, ma 02675 OJALA " .�.5 DA T